EconPapers    
Economics at your fingertips  
 

Micro-Modeling Brick Walls with Reinforced Openings by a Layer of Shotcrete

Seyed Hashemizadeh and Leila Shahryari

Modern Applied Science, 2017, vol. 11, issue 4, 103

Abstract: In this paper, the numerical and experimental results related to masonry walls with and without reinforcing cover layer of reinforced concrete (shotcrete) have been validated. Then, by numerical modeling and reviewing and conducting parametric studies on brick walls, the effect of the parameters affecting the behavior of these walls has been investigated. We found that the studied unreinforced masonry walls with 4 times increased in vertical stress improved the maximum strength of the sample by 2.15 times. Pod and layer of shotcrete significantly increased the lateral capacity and formability of brick walls. In samples with opening because of opening in reinforced or non-reinforced samples with shotcrete, the final capacity of samples was reduced and failure mode is changed.Â

Date: 2017
References: View complete reference list from CitEc
Citations:

Downloads: (external link)
https://ccsenet.org/journal/index.php/mas/article/download/67532/36632 (application/pdf)
https://ccsenet.org/journal/index.php/mas/article/view/67532 (text/html)

Related works:
This item may be available elsewhere in EconPapers: Search for items with the same title.

Export reference: BibTeX RIS (EndNote, ProCite, RefMan) HTML/Text

Persistent link: https://EconPapers.repec.org/RePEc:ibn:masjnl:v:11:y:2017:i:4:p:103

Access Statistics for this article

More articles in Modern Applied Science from Canadian Center of Science and Education Contact information at EDIRC.
Bibliographic data for series maintained by Canadian Center of Science and Education ().

 
Page updated 2025-03-19
Handle: RePEc:ibn:masjnl:v:11:y:2017:i:4:p:103